Article: Adding limestone fines to reduce heat generation of curing concrete

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TitleAdding limestone fines to reduce heat generation of curing concrete
AuthorsChen, JJ1
Kwan, AKH1
KeywordsCement paste
Inert filler
Water/cement ratio
Agglomeration
Aggregates
Issue Date2012
PublisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.concrete-research.com
CitationMagazine of Concrete Research, 2012, v. 64 n. 12, p. 1101-1111 [How to Cite?]
DOI: http://dx.doi.org/10.1680/macr.11.00193
AbstractIt is well known that the heat generation of curing concrete may be reduced by decreasing the cement paste volume of the concrete. However, as the cement paste must be more than sufficient to fill the voids between aggregate particles, the cement paste volume should not be limitlessly decreased. Herein, it is proposed to add an inert filler, such as limestone fines, to fill into the voids between aggregate particles so that a smaller cement paste volume may be used and the heat generation of the concrete may be further reduced. To study the effectiveness of adding limestone fines in reducing the heat generation of curing concrete, a series of concrete mixes with water/cement ratios ranging from 0.35 to 0.60 and different amounts of limestone fines added were tested for their workability, strength and heat generation. The results revealed that the addition of limestone fines to decrease the cement paste volume would significantly increase the strength and, more importantly, substantially reduce the heat generation of the concrete.
ISSN0024-9831
2011 Impact Factor: 0.5
2011 SCImago Journal Rankings: 0.036
DOIhttp://dx.doi.org/10.1680/macr.11.00193
DC Field
Value
dc.contributor.authorChen, JJ
dc.contributor.authorKwan, AKH
dc.date.accessioned2012-09-20T07:52:25Z
dc.date.available2012-09-20T07:52:25Z
dc.date.issued2012
dc.description.abstractIt is well known that the heat generation of curing concrete may be reduced by decreasing the cement paste volume of the concrete. However, as the cement paste must be more than sufficient to fill the voids between aggregate particles, the cement paste volume should not be limitlessly decreased. Herein, it is proposed to add an inert filler, such as limestone fines, to fill into the voids between aggregate particles so that a smaller cement paste volume may be used and the heat generation of the concrete may be further reduced. To study the effectiveness of adding limestone fines in reducing the heat generation of curing concrete, a series of concrete mixes with water/cement ratios ranging from 0.35 to 0.60 and different amounts of limestone fines added were tested for their workability, strength and heat generation. The results revealed that the addition of limestone fines to decrease the cement paste volume would significantly increase the strength and, more importantly, substantially reduce the heat generation of the concrete.
dc.description.naturepublished_or_final_version
dc.identifier.citationMagazine of Concrete Research, 2012, v. 64 n. 12, p. 1101-1111 [How to Cite?]
DOI: http://dx.doi.org/10.1680/macr.11.00193
dc.identifier.doihttp://dx.doi.org/10.1680/macr.11.00193
dc.identifier.epage1111
dc.identifier.hkuros206129
dc.identifier.issn0024-9831
2011 Impact Factor: 0.5
2011 SCImago Journal Rankings: 0.036
dc.identifier.issue12
dc.identifier.scopuseid_2-s2.0-84870945849
dc.identifier.spage1101
dc.identifier.urihttp://hdl.handle.net/10722/163832
dc.identifier.volume64
dc.languageeng
dc.publisherThomas Telford (ICE Publishing). The Journal's web site is located at http://www.concrete-research.com
dc.publisher.placeUnited Kingdom
dc.relation.ispartofMagazine of Concrete Research
dc.rightsPermission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License
dc.subjectCement paste
dc.subjectInert filler
dc.subjectWater/cement ratio
dc.subjectAgglomeration
dc.subjectAggregates
dc.titleAdding limestone fines to reduce heat generation of curing concrete
dc.typeArticle
Author Affiliations
  1. The University of Hong Kong